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1. 发明专利

JPH06185166A STEEL PIPE CONCRETE COLUMN AND MANUFACTURE OF THE SAME 失效
公开(公告)号：JPH06185166A
公开(公告)日：1994-07-05
申请号：JP33765792
申请日：1992-12-17
申请人： TAKENAKA KOMUTEN CO , KAMIYA KOJI
发明人： KAMIYA KOJI , UEDA HIROYUKI , MUKAI HISAO , OKAMOTO TATSUO
IPC分类号： E04C3/34 , E04B1/30
摘要： PURPOSE:To provide an excellent antiseismic performance by arranging so that introducing a tensile stress to a steel pipe situated outside and introducing a compressive stress to a concrete column situated inside can be done without introducing a circumferentially directed stress to the steel pipe. CONSTITUTION:A hollow part A whose length varies in compliance with expansion and contraction of a steel pipe 1, is provided inside thereof 1 on the way. Concrete is placed in the inside of the pipe 1 except the hollow part A to form a concrete column 2 while a specified strength is generated. The pipe 1 is elongated, and its hollow A elongated with it is filled with a filler 9 which is fed through communication pipes 4, 5. After hardening the filler 9, the elongation of the pipe 1 is disengaged, and the column 2 and the filler 9 to form part thereof are pressed by pressure members 3, 3 provided on both sides of the pipe 1, and thereto a compressive stress in axial direction is introduced, and as the reactive action to it, a tensile stress in the axial direction is introduced to the pipe 1 situated outside.

2. 发明专利

JP2014118775A Steel plate earthquake-resisting wall 审中-公开
标题翻译：钢板接地墙
公开(公告)号：JP2014118775A
公开(公告)日：2014-06-30
申请号：JP2012276061
申请日：2012-12-18
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , UEDA HIROYUKI , SUZUKI NAOMIKI , YAMASHITA YASUHIKO , KUSHIMA SOICHIRO , KATAYAMA TAKESHI , USAMI TORU , ONO YOSHINOBU , USHIWATA FUMI
IPC分类号： E04H9/02 , F16F15/02
摘要： PROBLEM TO BE SOLVED: To enable man-powered installation by securing handleability of a use member while enabling exertion of a bearing force of an earthquake-resisting wall.SOLUTION: A steel plate earthquake-resisting wall configures an earthquake-resisting wall W by installing an earthquake-resisting steel plate 5 like a wall in a frame K comprising a column 1 and a beam 2. In the earthquake-resisting wall W, the plurality of earthquake-resisting steel plates 5 are adjacently arranged in a wall surface, and the adjacent earthquake-resisting steel plates 5 are joined together by a friction joint 10 that is frictionally joined by partial overlapping.
摘要翻译：要解决的问题：通过确保使用构件的可操作性，同时能够施加抗震墙的支承力，实现人力安装。解决方案：钢板抗震墙通过安装防火墙W来配置抗震墙W 在框架K中具有如图1所示的框架K的耐震钢板5，该框架K包括柱1和梁2.在耐震壁W中，多个耐震钢板5相邻地布置在壁面中，相邻的耐震钢板5通过摩擦接合部10接合在一起，摩擦接头10通过部分重叠而摩擦接合。

3. 发明专利

JP2014101666A Adhesion method 有权
标题翻译：粘合方法
公开(公告)号：JP2014101666A
公开(公告)日：2014-06-05
申请号：JP2012253751
申请日：2012-11-19
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAZAKI KENJI , KUSAKA SATORU , KISHIMOTO KOHEI , UEDA HIROYUKI
IPC分类号： E04G23/02
摘要： PROBLEM TO BE SOLVED: To provide an adhesion method with which, when adhering an adhered member to a steel frame material such as a beam or a column of an architectural structure 1 of steel frame construction, a larger adhesion area can be secured in an adhesion part.SOLUTION: The adhesion method for adhering an adhered member 11 to a steel-frame beam 10 constituting an architectural structure 1 of steel-frame construction includes: an adhered member covering step of covering at least a part of each of a plurality of outer surfaces of the steel-frame beam 10 with the adhered member 11 via a space layer 17; and an adhesive filling step of adhering the adhered member 11 and the steel-frame beam 10 by filling the space layer 17 with an epoxy resin 12.
摘要翻译：要解决的问题：提供一种粘合方法，当将粘合构件粘附到诸如钢框架结构的建筑结构1的梁或柱的钢框架材料时，可以确保较大的粘附面积，粘接部件11粘附在构成钢框架结构体1的钢框架梁10上的粘合方法包括：粘接部件覆盖工序，覆盖多个外部部件的至少一部分钢架梁10的表面经由空间层17与粘接部件11相连; 以及通过用环氧树脂12填充空间层17来粘合粘合构件11和钢框架梁10的粘合剂填充步骤。

4. 发明专利

JP2009121052A Base-isolated building 有权
标题翻译：基础隔离建筑
公开(公告)号：JP2009121052A
公开(公告)日：2009-06-04
申请号：JP2007293388
申请日：2007-11-12
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： YAMAMOTO SHUNJI , UEDA HIROYUKI , KANEGAE YUKAKO
IPC分类号： E04H9/02 , E04B1/36 , F16F15/04
摘要： PROBLEM TO BE SOLVED: To economically reduce a pullout force acting on a base isolation device without reducing the substantial floor space of a building.
SOLUTION: This base-isolated building comprises a base isolation layer Bc having a plurality of base isolation devices M between the lower structural part Ba of the building and the upper structural part Bb of the building. The base-isolated building further comprises a floating prevention means H for preventing the upper structural part of the building from being floated. The floating prevention means H comprises a pair of engagement structural parts 3 which are engaged with each other when they are moved close to each other in the lateral direction to constrain the separating movement in the vertical direction. The both engagement structural parts 3 are installed in the lower and upper structural parts Ba and Bb of the building, respectively.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：为了经济地减少作用在基座隔离装置上的拉拔力，而不会减小建筑物的实际占地空间。解决方案：这种基础隔离的建筑物包括在建筑物的下部结构部分Ba和建筑物的上部结构部分Bb之间具有多个基部隔离装置M的基部隔离层Bc。基座隔离的建筑物还包括用于防止建筑物的上部结构部件浮起的浮动防止装置H. 防浮动装置H包括一对接合结构部件3，它们在横向方向上彼此接近地相互接合以约束垂直方向上的分离运动。两个接合结构部分3分别安装在建筑物的下部和上部结构部分Ba和Bb中。版权所有（C）2009，JPO＆INPIT

5. 发明专利

JP2009007807A Building skeleton structure 审中-公开
标题翻译：建筑结构
公开(公告)号：JP2009007807A
公开(公告)日：2009-01-15
申请号：JP2007169361
申请日：2007-06-27
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： MASUI TETSUYA , UEDA HIROYUKI
IPC分类号： E04B5/43 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a building skeleton structure which has a column having a minimally designed cross section.
SOLUTION: According to the building skeleton structure, an upper column 5B is arranged on a lower column 5A, and a capital 8 is interposed at a joint portion between the upper and lower columns 5 in a horizontally overhanging manner. Then a slab 3 is borne on the capital 8. Herein the capital 8 is formed of a plate body, interposed between the upper and lower columns 5, and held in a manner being in no contact with the upper and lower columns.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：提供一种具有最小设计截面的柱的建筑骨架结构。解决方案：根据建筑物骨架结构，下柱5A布置有上柱5B，并且在水平突出的方式在上柱5和下柱5之间的接合部分处设有大写8。然后，板坯3在首都8上。这里，首府8由插入在上下列5之间的板体形成，并且以不与上列和下列不接触的方式保持。版权所有（C）2009，JPO＆INPIT

6. 发明专利

JP2008297718A Aseismatic reinforcing structure 审中-公开
标题翻译： ASEISMATIC加固结构
公开(公告)号：JP2008297718A
公开(公告)日：2008-12-11
申请号：JP2007142131
申请日：2007-05-29
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KANEGAE YUKAKO , UEDA HIROYUKI , YAMAMOTO SHUNJI , NAGASE TADASHI
IPC分类号： E04G23/02 , E04B1/00 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To improve aseismatic performance of an existing building by utilizing an existing veranda without necessitating, in particular, a space for aseismatic reinforcement on a front side of the existing veranda and changing the appearance of the existing building greatly.
SOLUTION: In this aseismatic reinforcing structure of the existing building A provided with the veranda 5 on each of a plurality of stories, a steel frame beam 9 along the direction of depth of the veranda is connected and fixed with/on a lower face of the upper side veranda 5a among a pair of verandas adjacent to each other in the vertical direction, a steel frame 10 along the vertical direction is connected and fixed with/on an upper face of the lower side veranda 5b by separating it from an outer peripheral part 4 of the building and leaving a space 11 allowing a person to move over the veranda part at front and rear positions across the steel frame, and the steel frame beam and the steel frame are mutually connected through a damper 12 for controlling vibration.
COPYRIGHT: (C)2009,JPO&INPIT
摘要翻译：要解决的问题：通过利用现有的阳台，提高现有建筑物的抗震性能，特别是在现有阳台正面进行抗震加固的空间，大大改变现有建筑的外观。解决方案：在现有建筑A的抗震加固结构中，在多层故事中设置有阳台5，沿着阳台深度方向的钢框架梁9连接并固定在下面在垂直方向上彼此相邻的一对阳台中的上侧阳台5a的表面，沿着垂直方向的钢框架10通过将其与外围部分4，并留下一个空间11，允许人们穿过钢框架的前后位置在阳台部分上移动，钢框架梁和钢框架通过用于控制振动的阻尼器12相互连接。版权所有（C）2009，JPO＆INPIT

7. 发明专利

JP2006176978A Multiple dwelling house 审中-公开
标题翻译：多功能屋
公开(公告)号：JP2006176978A
公开(公告)日：2006-07-06
申请号：JP2004369441
申请日：2004-12-21
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： SHIMANO YUKIHIRO , UEDA HIROYUKI , AOKI KAZUO , SUZUKI NAOMIKI , WAKAMATSU KAZUNORI , HIRAYAMA KITAE , ONO MASATO
IPC分类号： E04H1/04 , E04B1/348
摘要： PROBLEM TO BE SOLVED: To provide a multiple dwelling house difficult in causing spreading fire against an omission of a box-shaped unit, by blocking up only the front and rear by a panel, by using an outer wall part and a floor part of a peripheral box-shaped unit in common as a wall and the ceiling of a dwelling part, in the dwelling part of a building central part.
SOLUTION: In this multiple dwelling house, a plurality of dwelling parts 2 are integrally, vertically and horizontally arranged. A heat radiating space V for freely radiating combustion heat in a fire, is formed on the adjacent dwelling part side of the dwelling parts 2.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：为了提供一个困难的多住宅房屋，通过使用外壁部分和地板，仅通过面板仅阻挡前后的方式对省略盒形单元进行扩展作为建筑物中心部分的住宅部分，作为墙壁和住宅部分的天花板共同的外围箱形单元的一部分。解决方案：在这个多住宅中，多个住宅部分2是一体的，垂直的和水平的布置的。在住宅部分2的相邻住宅部分侧上形成有用于在火中自由辐射燃烧热的散热空间V.（C）2006年，JPO＆NCIPI

8. 发明专利

JP2006037648A Structure for joining column and beam together 审中-公开
标题翻译：接合柱和梁的结构
公开(公告)号：JP2006037648A
公开(公告)日：2006-02-09
申请号：JP2004222505
申请日：2004-07-29
申请人： Sekisui House Ltd , Takenaka Komuten Co Ltd , 株式会社竹中工務店 , 積水ハウス株式会社
发明人： TOYODA YUKIO , KONISHI KOJI , TANIGUCHI HAJIME , IDE YOSHITO , HIRAIDE TORU , UEDA HIROYUKI
IPC分类号： E04B1/30 , E04B1/58
摘要： PROBLEM TO BE SOLVED: To provide a structure for joining a steel-frame concrete column and a beam together, which simplifies construction on a job site.
SOLUTION: Cylindrical bodies 19, 19... are laid between flanges 11b and 11b of H-shaped steel, so that a bolt through-hole 30 passing through the column 11 can be formed; a stiffener 20 and a doubler plate 21 are provided near the cylindrical body 19; the beam 12, which is constituted by fixedly providing a connecting flange 14 at the end of the H-shaped steel, abuts on the steel-frame concrete column 11 which is filled with concrete 24 throughout its length at the stage of production in a factory; and one long bolt 15 is inserted through the connecting flange 14 of the beam 12 and the bolt through-hole 30 of the column 11, so that the beam 12 and the column 11 can be joined together. The beam 12 is constituted as a steel-frame concrete beam or a steel-frame reinforced concrete beam, where concrete 25 is filled in advance into a section except the vicinity of a joint between the beam 12 and the column 11, and the concrete is placed near the joint after jointing.
COPYRIGHT: (C)2006,JPO&NCIPI
摘要翻译：要解决的问题：提供一种用于将钢框架混凝土柱和梁结合在一起的结构，这简化了施工现场的结构。
解决方案：在H型钢的凸缘11b和11b之间铺设圆柱体19,19，从而能够形成通过柱11的螺栓通孔30; 在圆筒体19附近设置有加强件20和倍增板21，在H型钢的端部固定设置连接凸缘14构成的梁12在工厂生产阶段的整个长度上与钢框架混凝土柱11相连，整个长度 ; 并且通过梁12的连接凸缘14和柱11的螺栓通孔30插入一个长螺栓15，使得梁12和柱11可以接合在一起。梁12构成为钢框架混凝土梁或钢框钢筋混凝土梁，其中混凝土25预先填充到梁12和塔11之间的接头附近的部分中，混凝土是连接后放置在关节附近。版权所有（C）2006，JPO＆NCIPI

9. 发明专利

JP2005113629A Multi-story building 审中-公开
标题翻译：多层建筑
公开(公告)号：JP2005113629A
公开(公告)日：2005-04-28
申请号：JP2003352439
申请日：2003-10-10
申请人： Takenaka Komuten Co Ltd , 株式会社竹中工務店
发明人： KISHIMOTO KOHEI , UEDA HIROYUKI , TSUBAKI HIDEAKI , MUKAI HISAO , MASUI TETSUYA , SUMI AKIRA
IPC分类号： E04B5/43 , E04B1/30 , E04H9/02
摘要： PROBLEM TO BE SOLVED: To reduce a stress burden to a rigid frame structural portion while securing a wide interior space and also realizing the freedom to the design of exterior appearance as well as improvement in stress balance.
SOLUTION: In a multi-story building employing a rigid frame structure for the building frame 4 with floors 3 built with flat slabs, rigid frame structural portions R are constructed throughout each story by employing the rigid frame structural portion R at the outer peripheral portions of the floor 3 for the stories; a rigid frame structure R over each hierarchy is built at the outer peripheral edge portion of the floor 3 is provided with a ring-shaped central portion of the floor 3; ring-shaped frame portions F of a beam type are provided at the central portion of the floor 3; a floor 3B at the inner side of the ring is formed at a one-step lower position from the floor 3 of the other portion; and a steel column 5 is built in a state where the ring-shaped frame portion F can penetrate up and down through the ring-shaped frame member F.
COPYRIGHT: (C)2005,JPO&NCIPI
摘要翻译：要解决的问题：为了在确保宽的内部空间的同时减小对刚性框架结构部分的应力负担，并且还实现外观设计的自由度以及改善应力平衡。解决方案：在采用刚性框架结构的多层建筑中，建筑物框架4具有由平板构建的地板3，刚性框架结构部分R在整个故事中通过在外部采用刚性框架结构部分R而构成故事的地板3周边部分; 在地板3的外周边缘部分处建立了每层的刚性框架结构R，其具有地板3的环形中心部分; 梁型的环形框架部分F设置在地板3的中心部分; 环的内侧的地板3B从另一部分的地板3形成在一个较低的位置; 并且在柱状框架部F能够通过环状的框架构件F上下穿透的状态下构成钢柱5。版权所有（C）2005，JPO＆NCIPI

10. 发明专利

JP2001098642A METHOD FOR EVALUATING STRENGTH OF STEEL PIPE CONCRETE PILLAR/BEAM JUNCTION PART 失效
公开(公告)号：JP2001098642A
公开(公告)日：2001-04-10
申请号：JP2000228835
申请日：2000-07-28
申请人： TAKENAKA KOMUTEN CO , KUBOTA KK
发明人： HIRAIDE TORU , SHIMONO NAOTO , SEGAWA TERUO , OKAMOTO TATSUO , UEDA HIROYUKI , KANEKO HIROFUMI , HIGUCHI MITSURU , EITO OSAMU , TAGANO KIMISUKE , MORIZAKI MITSURU , HARADA KOICHI
IPC分类号： E04B1/30 , G01N3/00
摘要： PROBLEM TO BE SOLVED: To provide an evaluation method for reducing the degree for excessively evaluating the strength of a junction part. SOLUTION: The junction part between a flange 3F at the pull side of a steel frame beam 3 and a steel pipe concrete pillar 4 out of a steel pipe concrete pillar/beam junction part is divided into end regions (e) near both ends in the width direction of the flange and a central region (m) between them, the yield strength of a steel pipe 1 and that of the flange 3F are obtained for each of the end region (e) and the central region (m), a smaller one out of the yield strength of the steel pipe 1 and that of the flange 3F is set to end yield strength, yield obtained by multiplying a smaller one out of the yield strength of the steel pipe 1 and that of the flange 3F by a stress block coefficient is set to central yield strength for the central region (m), and the total of the end yield strength and the central yield strength is set to evaluation strength.

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